Over 700 instruments were installed to monitor the performance of the cut and cover tunnels that carry the Channel Tunnel Rail Link through Ashford. Careful monitoring confirmed design assumptions and provided a sound basis for changes to the construction sequence that accelerated the works. This paper highlights key features of the monitoring system. It describes the instruments that were installed, reviews their performance, and identifies practical issues that were addressed during the contract. The results help to quantify toe movements of embedded retaining walls. They identify variations in temporary prop loads that are explained by reference to the method of excavation and changes in prop stiffness during initial loading. Prompt reporting and open access to the monitoring data developed confidence and trust between the project partners, and led to closer interaction and greater efficiency.
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October 2005
Research Article|
October 01 2005
Construction monitoring of cut and cover tunnels Available to Purchase
G. Holmes, PhD, BEng;
G. Holmes, PhD, BEng
Project Engineer
WJ Groundwater Limited
Bushey, UK
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H. Roscoe, MSc, DIC, CEng, MICE;
H. Roscoe, MSc, DIC, CEng, MICE
Principal Geotechnical Engineer
Atkins Design and Engineering Solutions (formerly Cementation Foundations Skanska)
Warrington, UK
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A. Chodorowski, BSc(Eng), MSc, DIC, CEng, MICE
A. Chodorowski, BSc(Eng), MSc, DIC, CEng, MICE
Design Manager
Rail Link Engineering
London, UK
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Publisher: Emerald Publishing
Received:
July 19 2004
Accepted:
May 31 2005
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2005 Thomas Telford Ltd
2005
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2005) 158 (4): 187–196.
Article history
Received:
July 19 2004
Accepted:
May 31 2005
Citation
Holmes G, Roscoe H, Chodorowski A (2005), "Construction monitoring of cut and cover tunnels". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 158 No. 4 pp. 187–196, doi: https://doi.org/10.1680/geng.2005.158.4.187
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